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01 <br />tz <br />2 <br />0 <br />z <br />00 <br />M� <br />F- <br />T.O.P.------- <br />HDR HGT. _------ <br />2nd FIN. <br />FLR. <br />T.O.M.------- <br />F.FL. <br />12 <br />5� <br />12 <br />Z7_�5 <br />o z _J 0 CJ CJ CJ <br />CN fn = <br />_- 2nd FIN. <br />CJ / WEEP 12 CJ / WEEP FLR. <br />---------------------- T.O.M. <br />----------------------- - ------------------------- <br />--------------------- -HDRHG <br />----------------- <br />\_ <br />TEXTURED <br />CEMENTICIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />-------------- --- <br />ROOF TO BE - <br />CENTERED ON <br />DOOR <br />REAR ELEVATION - Al <br />SCALE: 1 /4"=V-0" <br />---------------------------� -- F.FL. <br />LEFT ELEVATION - Al <br />SCALE: 1/4"=1'-0" <br />N <br />ti <br />00 <br />General Notes <br />ROOF CRITERIA: <br />• 12" OVERHANG U.N.O. <br />• PLUMB CUT FASCIA ROOF <br />• PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH** <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />**ELECTRICAL SPECIFICATION NOTES** <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED, LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.7 Exterior plaster. <br />Installation of these materials shall be in compliance with ASTM C <br />926 and ASTM C 1063. <br />R703.7.1 Lath. <br />All Lath and lath attachments shall be of corrosion -resistant <br />materials. Attached per ASTM C 1063. <br />R703.7.2 Plaster. <br />Plastering w/ portland cement plaster shall be not less than three <br />coats when applied over metal lath or wire lath and shall be not <br />less than two coats when applied over masonry, concrete. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed where cement plaster <br />(stucco) is to be applied over wood -based sheathing, shall include <br />a water -resistive vapor -permeable barrier. The individual layers <br />shall be installed independently such that each layer provides a <br />separate continuous plane and any flashing intended to drain to <br />the water -resistive barrier is directed between the layers. The <br />barriers shall consist of one of the following. <br />1. Two layers of an approved water resistant barrier material in <br />accordance with R703.2. <br />2. One layer of an approved water -resistive barrier (paper <br />backed stucco lath) over an approved synthetic house wrap. <br />R703.4 Flashing. <br />Approved corrosion -resistant flashing shall be applied <br />shingle -fashion in a manner to prevent entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. Flashing shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry constructions with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersections <br />• At Built-in gutters. <br />CD f <br />M <br />— o <br />z1.0 <br />z <br />Q <br />ri <br />Ln CD <br />v W <br />(DIM <br />U — <br />O W <br />H <br />m N <br />W � <br />_ <br />—S <br />wo <br />a,C7 <br />M <br />rca <br />oam <br />U <br />< <br />0 <br />�"00 <br />NCo no <br />Qrn <br />Q <br />U'>n.T <br />obi Q o <br />A1 <br />B D. <br />NCBD•C <br />:Jt <br />N N <br />O M � 00 <br />6oz <br />Z ISNo;z z <br />/ <br />��C? w <br />�S <br />Q ' <br />LU w <br />c <br />OW <br />CU o <br />LL LU AN <br />w H <br />\`\\NX <br />S G <br />•_ ' <br />' ' <br />O <br />'• <br />F1. P <br />ROFESS1O� �\ <br />To the best of the Engineers knowledge, infonnatio ' . <br />the structural plans and specifications contained wi <br />drawings comply with the 2017 Florida Building Co <br />Residential 6th Edition. Engineer's signature and se <br />the structural engineering portions of the drawing Pi <br />Engineer's signature and seal. <br />b <br />a. <br />LENNA <br />4600 W. Cypress St, Suite 200 1 Tampa, F. <br />www.LennarTampa.com <br />k <br />za <br />'^ <br />v) t— <br />z Lu <br />Zo <br />O z UA <br />P, �o?z <br />J <br />Q aD°D <br />W <br />> o <br />m <br />W "W�o <br />LU <br />W z <br />LU Z <br />z <br />U) <br />O = Z �W <br />Lr) W � 3 <br />ij EL <br />0 m L <br />Cr &8a <br />a:.,-J <br />1� Z¢ZQ <br />Lu0 <br />$�a <br />z �aQzo <br />J L0 W <br />OR <br />00 Q z <br />4* z �, Ry o <br />� <br />z <br />m 06 _ �f <br />rn T__1 t. Ul o <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: MJAMES <br />VERSION NO. 5al <br />SHEET NO. <br />3.2 <br />